Summary for Test 2022-10-10-64-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215220
DEA: 07210624
EFIS: 0719000068
DIST-CO-RTE-PM07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Award Date02/05/2021
Closeout DateNot set
Work DescriptionPLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location DescriptionIN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
QA Service Level1 (Verified on 03/24/2021)

Sample Information

Sample Taken Date10/10/2022 Sample Unique Key64
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing10/18/2022
Sample typeDepartment Acceptance A brief description of the sample3/4" HMA-A 105793
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byGerardo Last name of sampler or witnessed byZubieta
Title of samplerTEC Telephone number of sampler
Laboratory sample identification22-0325 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA Corona Transportation Laboratory (TL) Number924301A
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number

Test Details

DIME Sample ID: 2022-10-10-64
DIME Test ID: 2022-10-10-64-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Test Release Date: 2022-10-20

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 10/20/2022
Test procedure used?: Method A
Mass of the specimen basket assembly: 0.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 0.0 g
Mass of HMA Sample prior to ignition: 2,024.6 g
Mass Loss: 0.0 g
Mass of aggregate remaining after ignition: 1,925.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.32 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 1000.4 F
Corrected Asphalt Binder Content: 4.57 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/20/2022